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NOTE: INSTALL ANCHORS Revisions: PER MANUFACTURER'S Details for Concrete Insta 0 4/01/2009 Plan Update With Detail Updates REQUIREMENTS SIMPSON "LSTA18" 20 GA. STRAP TIE FASTENED WITH GUSSET ANGLE SIMPSON (14) -10D NAILS • STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMBER) (OR EQUIVALENT) SPACED 4" OC 5/8" DIA.x3" LAG BOLT WITH 2" (4) -SDS WOOD SCREWS 1/4" DIA. WASHER, 3° EMBEDMENT A449 x2Y2" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2)-2x6 PRESSURE (4) 1/4" x 3 -1/4" ANCHOR 110 MPH WIND ZOND- (i, - ''%' % ' °%� TREATED SKIDS VV %'' % "%'%-, SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR -I P` WA253 I 4MG (OR EQUIVALENT) WITH SINGLE 6" HELIX AA �` (MODEL #59060) FOR SOIL CLASS 3 <2(‹c-, I s �� 130 AND 150 MPH WIND ZONE `)�' ' ' 4" THICK CONCRETE SLAB ® 5/8" DIA. X 48' GROUND ANCHOR • • ',' I ? f - �i~` WITH SINGLE 6" HELIX i! / . / . (MODEL #59065) FOR SOIL CLASS 3 j ;- MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) v Details for Masonry Block Installations 3/ 16" GALVANIZED CABLE TIE DOWN ENGINEERING PART SIMPSON "LSTA 18" 20 GA. #5 1 556 (OR EQUIVALENT), STRAP TIE FASTENED WITH TIGHTEN TO 500 LBS OF TENSION (2) -2x6 PRESSURE (1 4) - I OD NAILS TREATED SKIDS (7- FASTENERS PER MEMBER) USE (3) -3/10" GALVANIZED CLAMP TIE DOWN ENGINEERING PART (F +" 5/8" DIA.x3" LAG BOLT WITH 2" #53806 (OR EQUIVALENT) �� WASHER, 3" EMBEDMENT A449 �/ \ I .V,,: 1.' "x 1 ti� GALVANIZED OR EQUIVALENT 110 MPH WIND ZOND- >// % ECLOCK - / j Y, 1/2" DIA. X 30" GROUND ANCHOR ›\ ' >* � I I O MPH WIND ZOND r ' I /. \� �� WITH SINGLE 4" HELIX \ !,/,,./<%" ' \" , 5/8" DIA. X 40" GROUND ANCHOR +)F" (MODEL #59055) FOR SOIL CLASS 2 ,mil i� 4' WITH SINGLE 6" HELIX - 130 AND 150 MPH WIND ZONE - s \ ! . �; (MODEL #59060) FOR SOIL CLASS 3 2' 4 �" • 4 %,8'x 16`� 5/8" DIA. X 40" GROUND ANCHOR / % /•• 130 AND 150 MPH WIND ZONE ./ it BLOCK- WITH SINGLE 6" HELIX \% ` , �, 5/8" DIA. X 48" GROUND ANCHOR l i /. /. 4' // (MODEL #59060) FOR SOIL CLASS 3 ' \ / \ \/ WITH SINGLE 6" HELIX . 1. ‘ `' \ (SEE CHART FOR QUANTITY) ;; \ //' (MODEL #59065) FOR SOIL CLASS 3 ;\ ±' 1' GENERAL NOTES (SEE CHART FOR QUANTITY) / 1. DESIGN FOR MIN 2,500 P51 CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,150 1b5. AND ULTIMATE LOAD OF 4,725 lbs.; ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON ANCHOR CHART INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 3. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL P4.00K 110 MpN 130 MPh - ,j' 0 MFH CLASSIFICATION FOR SIZING HELICAL ANCHORS. GULDIN6 9,Acit - 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF WPM 1-M16111 (MAX) # MOCK' '* KI17 4 A IG110ftS EhCV1 �E) 6 10 7' 4 2 CORNER 6 12 7' - 6" 4 2 2 2 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES 8 8 7' -b" 4 7 7 2 - APART FROM EACH OTHER. 8 10 7' 6" 9 2 3 7 G. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 12 %'-6" 6 - 2 2 REQUIREMENTS WERE SET, 3 14 ' 6" 6 - 5 5 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 7' - 6" 6 7 5 3 5 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX 10 10 7' 4 - - 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 10 12 7' - 0" 6 _ 2 3 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 10 19 7' O" 6 10 Ib 7'-O" 6 2 5 5 5 10 INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 20 7' -0" 3 - 3 5 5 BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND 10 24 7 ' -O" 10 -. 4 4 4 SITE SPECIFIC SOIL CONDITIONS 10 30 7' - 0" (7 2 - 5 5 ' 1 I . MAXIMUM STRUCTURE HEIGHT 15 12 FEET 12 12 6' -6" 6 2 2 7 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 14 6' -6" 6 2 5 5 5 DESIGN PARAMETERS 12 16 6' -6" 6 = 3 5 . 5 12 20 6'-6" d 5 5 5 I . WIND DESIGN PER ASCE 7 -02 12 24 6' -6" 10 2 9 4 4 2. DESIGN WIND SPEED - I I OMPH - 130MPH - 150 MPH 12 50 6' -6" 12 2 5 ' 5 3. WIND EXPOSURE CATEGORY: C 12 56 b 6 19 2 b 6 6 12 90 6'-6" 16 _ 7 7 4. WIND IMPORTANCE FACTOR: 1 .0 12 44 b' b" lb _ 7 7 _ 5. ENCLOSURE CLASSIFICATION: ENCLOSED 12 50 6' - 6" 18 2 8 8 0 G. DESIGN MEETS INTERNATIONAL BUILDING CODE 200G 4 FLORIDA BUILDING CODE 19 14 6'-6" 17 4 3 5 5 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 16 6'-6" 12 4 5 5 5 SOIL CLASS DESCRIPTIONS: 14 20 6' -6" 46 4 5 5 5 14 29 b' - 6" 20 4 4 9 9 SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 30 6' - 6" 24 4 r, 5 COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 56 6' -6" 28 9 6 b 6 14 40 6' - 6" 52 4 7 7 _ 550 +Ibs -in 14 44 6' -6" 52 4 7 8 ' SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 14 50 6' -6" 36 4 8 0 0 AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550Ibs -1n DESIGN FOR: LARK BUILDERS 409 DICKSON STREET A i•••• •. • ::::::::' Haney Associates, Inc. VIDALIA, GA. 30474 ■••••••� • : : : :r Engineering & Construction Planning PROJECT NUMBER - OGEN224A 1••• • i 1N Vasa Street, SdMedi, Pendleton, SC SOO - Phone: 864446-76N Fu: 864-646 -7999 DATE: APRIL 15t, 2009 Sheet I OF I e R'a: . ".- ,. • 1� �+ 'A 6J� i�. ......,_\ a ir. ; NOTE: TIlIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES + * * k , 0 j)ei ;f1e,, «,,,t,Ab0.